000891238 000__ 06024cam\a2200565Mi\4500 000891238 001__ 891238 000891238 005__ 20230306150035.0 000891238 006__ m\\\\\o\\d\\\\\\\\ 000891238 007__ cr\nn\nnnunnun 000891238 008__ 161223s2017\\\\ne\a\\\\o\\\\\100\0\eng\d 000891238 019__ $$a967266171$$a967322232$$a974649774$$a981017749$$a1005793018$$a1011999214 000891238 020__ $$a9789402410013$$q(electronic book) 000891238 020__ $$a9402410015$$q(electronic book) 000891238 020__ $$z9789402410006 000891238 020__ $$z9402410007 000891238 0247_ $$a10.1007/978-94-024-1001-3$$2doi 000891238 035__ $$aSP(OCoLC)ocn970683019 000891238 035__ $$aSP(OCoLC)970683019$$z(OCoLC)967266171$$z(OCoLC)967322232$$z(OCoLC)974649774$$z(OCoLC)981017749$$z(OCoLC)1005793018$$z(OCoLC)1011999214 000891238 040__ $$aAZU$$beng$$epn$$cAZU$$dGW5XE$$dN$T$$dYDX$$dIDEBK$$dGZM$$dCOO$$dUPM$$dOCLCF$$dVT2$$dUWO$$dJBG$$dIAD$$dICW$$dOHI$$dICN$$dOCLCQ$$dCAUOI$$dOCL$$dOCLCQ 000891238 049__ $$aISEA 000891238 050_4 $$aTA444 000891238 050_4 $$aTA401-492 000891238 08204 $$a620.1/3733$$223 000891238 1112_ $$aInternational RILEM Workshop FRC-CREEP$$d(2016 :$$cUniversidad Politécnica de Valencia) 000891238 24510 $$aCreep behaviour in cracked sections of fibre reinforced concrete :$$bproceedings of the International RILEM Workshop FRC-CREEP 2016 /$$cPedro Serna, Aitor Llano-Torre, Sergio H.P. Cavalaro, editors. 000891238 2463_ $$aFRC-CREEP 2016 000891238 264_1 $$aDordrecht :$$bSpringer,$$c2017. 000891238 300__ $$a1 online resource (xiii, 249 pages) :$$billustrations 000891238 336__ $$atext$$btxt$$2rdacontent 000891238 337__ $$acomputer$$bc$$2rdamedia 000891238 338__ $$aonline resource$$bcr$$2rdacarrier 000891238 347__ $$atext file$$bPDF$$2rda 000891238 4901_ $$aRILEM Bookseries,$$x2211-0844 ;$$vv. 14 000891238 5050_ $$aKeynote Lectures -- Factors influencing creep of cracked fibre reinforced concrete: What we think, we know & what we do not know, by R. Gettu, R. Zerbino and S. Jose -- Creep testing methodologies and results interpretation, by N. Buratti and C. Mazzotti -- Session 1: Influence of fibre type on creep -- Flexural creep tests on beams -- 8 years of experience with steel and synthetic fibres, by W. Kusterle -- Experiences from 14 years of creep testing of steel and polymer fibre reinforced concrete, by S. Van Bergen, S. Pouillon and G. Vitt -- Creep deformations of structural polymeric macrofibers, by R. Vrijdaghs, M. di Prisco and L. Vandewalle -- Tensile creep of cracked steel fibre reinforced concrete: Mechanisms on the single fibre and at the macro level, by W.P. Boshoff and P.D. Nieuwoudt -- Flexural post-cracking creep behaviour of macro-synthetic and steel fiber reinforced concrete, by P. Pujadas, A. Blanco, S.H.P. Cavalaro, A. de la Fuente and A. Aguado -- Session 2: Creep on special materials -- Behavior of cracked cross-section of fibre reinforced UHPFRC under sustained load, by D. Casucci, C. Thiele and J. Schnell -- Experimental study on time-dependent behavior of cracked UHP-FRCC under sustained loads, by T. Nishiwaki, S. Kwon, H. Otaki, G. Igarashi, F.U.A. Shaikh and A.P. Fantilli -- Creep behaviour of cracked high performance fibre reinforced concrete beams under flexural load, by E. Galeote, A. Blanco, A. de la Fuente and S.H.P. Cavalaro -- Time-dependent flexural behaviour of SFRSCC elements, by V.M.C.F. Cunha, J.A.O. Barros and Amin Abrishambaf -- Session 3: Creep testing methods -- Effect of residual strength parameters on FRC flexural creep: Multivariate analysis, by E. García-Taengua, A. Llano-Torre, J.R. Martí-Vargas and P. Serna -- Mid-term behaviour of fibre reinforced sprayed concrete submitted to flexural loading, by C. Larive, D. Rogat, D. Chamoley, A. Regnard, T. Pannetier and C. Thuaud -- Effect of beam width on the creep behaviour of cracked fibre reinforced concrete, by R. Zerbino, G.M. Giaccio, D.H. Monetti and M.C. Torrijos -- Macro-synthetic fibre reinforced concrete: Creep and creep mechanisms, by A.J. Babafemi and W.P. Boshoff -- Session 4: Influence of applied load on creep tests -- Influence of fibre reinforcement on the long-term behaviour of cracked concrete, by A. Llano-Torre, S.E. Arango, E. García-Taengua, J.R. Martí-Vargas and P. Serna -- Creeping effect of SFRC elements under specific type of long term loading, by D. Nakov, G. Markovski, T. Arangjelovski and P. Mark -- Creep behavior of a SFRC under service and ultimate bending loads, by D. Daviau-Desnoyers, J.-P. Charron, B. Massicotte, P. Rossi and J.-L. Tailhan -- Durability of FRC beams exposed for long-term under sustained service loading, by L. Candido, F. Micelli, E. Vasanelli, M.A. Aiello and G. Plizzari. 000891238 506__ $$aAccess limited to authorized users. 000891238 520__ $$aThis is the first publication ever focusing strictly on the creep behaviour in cracked sections of Fibre Reinforced Concrete (FRC). These proceedings contain the latest scientific papers about new testing methodologies, results and conclusions of multiple experimental campaigns and recommendations about significant factors of long-term behaviour, experiences from more than ten years of creep testing and some reflections about future perspectives on this topic. This book is an essential reference for all researchers of creep behaviour on FRC. This volume is the result of the efforts of the RILEM TC 261-CCF, that has been working since 2014 to develop standardized methodologies and guidelines to compare results from different laboratories and get a better understanding of the significant parameters related to creep of FRC. 000891238 650_0 $$aFiber-reinforced concrete$$xCreep$$vCongresses. 000891238 650_0 $$aFiber-reinforced concrete$$xCracking$$vCongresses. 000891238 650_0 $$aEngineering. 000891238 650_0 $$aBuilding materials. 000891238 650_0 $$aMaterials science. 000891238 7001_ $$aSerna, Pedro$$c(Writer on concrete),$$eeditor. 000891238 7001_ $$aLlano-Torre, Aitor,$$eeditor. 000891238 7001_ $$aCavalaro, Sergio H. P.,$$eeditor. 000891238 77608 $$iPrint version: $$z9789402410006 000891238 830_0 $$aRILEM bookseries ;$$vv. 14. 000891238 852__ $$bebk 000891238 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-94-024-1001-3$$zOnline Access$$91397441.1 000891238 909CO $$ooai:library.usi.edu:891238$$pGLOBAL_SET 000891238 980__ $$aEBOOK 000891238 980__ $$aBIB 000891238 982__ $$aEbook 000891238 983__ $$aOnline 000891238 994__ $$a92$$bISE